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RECORD DRAWING MAY 2024 <br />A PORTION OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 05 EAST, W.M. <br />O <br />N <br />N <br />N <br />Q <br />J <br />N <br />(D <br />O <br />O <br />O <br />n <br />V) <br />aD <br />0 <br />N <br />Y <br />U <br />U <br />O <br />Know what's below. <br />Call before you dig. <br />UNDERGROUND UTILITY NOTE <br />Underground utility locations shown hereon are based <br />upon surface indicators. No underground location <br />service was utilized for their location. The use of this <br />map for their exact location is not warranted. Prior to <br />construction user should call the utility location service <br />at 1-800-424-5555 48 hours before construction. <br />1/2" THICK WEBS, 8 PLACES NOTES <br />1" DIAMETER LIFT 1. <br />MANHOLE FRAMES SHALL BE GRAY IRON <br />HOLE(TYP), 3 PLACES <br />CONFORMING TO THE REQUIREMENTS OF AASHTO M <br />105, GRADE 30B. <br />3" RAISED LETTERS <br />3/8" HIGH CLEATS AND LETTERS 2. <br />MANHOLE COVER TO BE DUCTILE IRON CONFORMING <br />WITH 1/8" VERTICAL TAPER <br />3/4"x3" BASE, 1/2"x2-3/4" TOP <br />TO ASTM A536, GR 80-55-06 <br />3. <br />LOCKING COVER TO BE USED AT OFF-STREET <br />2 5/16" TYP <br />I� <br />LOCATIONS AND OTHER LOCATIONS AS DIRECTED. <br />THE COVER SHALL BE LOCKED DOWN WITH 3-5/8 S.S <br />A <br />A <br />SOCKET HEAD CAP SCREWS. <br />D <br />1 <br />4. <br />FRAME AND COVER SHALL BE TESTED FOR ACCURACY <br />3/4" RIBS, 6 PLACES <br />OF FIT AND SHALL BE MARKED IN SETS FOR DELIVERY. <br />5. <br />SHALL BE USED ONLY WHERE DIRECTED BY THE CITY <br />OR APPROVED IN ADVANCE. <br />STANDARD WATER <br />"SEWER" "DRAIN" <br />METER BOX AND LID <br />1/2" 6. <br />COVER SHALL BE STAMPED OR <br />DEPENDING ON APPLICATION. <br />TY LINE PROPERTY o�c <br />PERT LINE <br />SEE VARIES <br />CONNECTION OR <br />NOTE 4 ----\ I TYP <br />Co 5/E <br />oc <br />0 <br />Ln <br />m <br />DF CAM LOCKS <br />TYPE COVERS <br />PLAN <br />26 1/4" <br />m <br />27 3/4" <br />5" 24" 5" <br />34" <br />r� <br />CE: 'T1nK1 A A <br />5' MAXIMUM IF <br />GREATER THAN 5' <br />INSTALL ADDITIONAL <br />CLEAN OUT REQUIRED CLEAN OUT AT <br />AT ALL ANGLE POINTS BUILDING CONNECTION. <br />OVER 45' <br />BUILDING <br />X <br />a <br />0 <br />0 <br />TYPICAL <br />I AVnI IT IAI <br />_ PROPERTY <br />LINE <br />SEWER MAIN <br />I AVnI IT 1Q1 <br />NOTES <br />1. CONNECTION TO SEWER MAIN PER SECTION <br />7 OF STANDARD SPECIFICATIONS FOR ROADS; <br />BRIDGE AND MUNICIPAL CONSTRUCTION <br />WSDOT/APWA, CITY SPECIAL PROVISIONS, <br />AND STANDARD DRAWING 602. <br />2. INSTALL 6" MINIMUM PIPE SIZE IN RIGHT OF <br />WAY. <br />3. INSTALL 6" CLEAN OUT PER STANDARD. <br />DRAWING 604. <br />4. PRIVATE SIDE SEWER PIPE DIAMETER: <br />4" MINIMUM FOR SINGLE FAMILY <br />6" MINIMUM FOR ALL OTHER USES. <br />GENERAL NOTES <br />1. SEE SECTION 7 OF STANDARD <br />SPECIFICATIONS FOR ROADS; BRIDGE AND <br />MUNICIPAL CONSTRUCTION WSDOT/APWA <br />AND CITY SPECIAL PROVISIONS SECTION <br />7-18 FOR DETAILS AND REQUIREMENTS ON <br />LATERALS. <br />2. ALL CLEAN OUT'S ON PRIVATE PROPERTY <br />ARE TO BE ADJUSTED TO GRADE IF IN PAVED <br />AREAS PER STANDARD DRAWING 604. <br />3. CLEAN OUT'S ARE TO BE CONSTRUCTED <br />WITH WYES OR SANITARY "T"S (SWEEPS). <br />STRAIGHT "T"S ARE NOT PERMITTED. <br />4. ALLOWABLE GRADES ARE 2% (1/4"/FT) <br />MINIMUM TO 100% (FT/FT) MAXIMUM. <br />5. SEWER MUST BE STRAIGHT BETWEEN <br />ANGLE POINTS, CHANGES IN LINE OR <br />GRADE SHALL BE MADE WITH APPROVED <br />FITTINGS. <br />6. NORMALLY ONLY ONE(1) CONNECTION TO <br />THE SEWER MAIN PER BUILDING IS <br />ALLOWED. TWO (2) DIFFERENT LAYOUTS <br />ARE SHOWN FOR ILLUSTRATIVE PURPOSES <br />ONLY. <br />EVERETT PUBLIC WORKS <br />WASHINGTON DEPARTMENT <br />City E,g,nI CAD Mapager Drawn Ry CI,r It Rev Date <br />TOM HOOD AMIE ROSHAK PAUL WILHELM POW 12/30/2022 <br />TITLE <br />STANDARD DRAWING Na. <br />TYPICAL SIDE SEWER LAYOUTS 60 <br />1 <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, based on <br />information gathered during construction and historical <br />documents. Although the information and this drawing are <br />based on the best available information, no presumption <br />7-�6e regarding the drawing's accuracy. <br />05 03 2024 <br />ned By Date <br />TYLER FOSTER, P.E. <br />Print Name and Title <br />-LEXIBLE COUPLING <br />V/ITH STAINLESS STEEL <br />-LAMPING BANDS TYP. <br />SIDE SEWER TO BUILDING <br />L-u AT IT I L 111 I I I M V0 <br />Cr1D CTDCCTC <br />w <br />0 <br />U <br />z_ <br />in <br />FLOW <br />6" WYE <br />SEE NOTE 3 <br />TWO-WAY SEWER CLEANOUT <br />ClID A I I CVC <br />NOTES <br />1. OPPOSING CLEANOUTS SHALL BE INSTALLED. <br />2. CLEAN -OUT PIPE AND FITTINGS SHALL BE PVC <br />ASTM D3034, SDR 35 OR AWWA C900. <br />3. SANITARY TEE OR WYE FITTINGS SHALL BE <br />INSTALLED. STRAIGHT TEES ARE NOT ALLOWED. <br />4. TWO-WAY SEWER CLEAN OUTS ARE ONLY <br />REQUIRED WHERE DIRECTED BY THE CITY. <br />FERNCO (STRONGBACK STYLE) <br />FLEXIBLE COUPLING REDUCER <br />IF NECESSARY OR FITTINGS <br />AS REQUIRED. <br />SIDE SEWER <br />TO BUILDING <br />NOTES <br />1. <br />MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M-199 (ASTM C 478) <br />x <br />az <br />UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN STANDARD SPECIFICATIONS. <br />= = <br />MANHOLE FRAME AND COVER <br />2. <br />ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4000. NON -REINFORCED <br />ko <br />/ <br />PER STANDARD DRAWING 610 OR 611. <br />CONCRETE IN CHANNEL AND SHELF SHALL BE 7 SACK MIX SAND AND CEMENT GROUT. ALL <br />PRECAST CONCRETE SHALL BE CLASS 4000. <br />CIRCULAR ADJUSTMENT SECTION TYPICAL <br />x <br />3. <br />PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS FOR KNOCKOUTS. KNOCKOUTS SHALL <br />HAVE A WALL THICKNESS OR 2" MINIMUM. <br />°N° <br />STEPS IN MH ENTRY AREA SHOULD EXTEND <br />4. <br />ALL BASE REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI <br />ONLY 3" MAX FROM WALL (USED AS <br />AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MINIMUM CLEARANCE. <br />HANDHOLDS NOT STEPS) SEE STD 609. <br />5. <br />KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS MANHOLE <br />WALL THICKNESS. <br />ECCENTRIC CONE SECTION <br />6. <br />MANHOLE DIA. DEPENDS ON: SIZE, LOCATION AND NUMBER OF PENETRATIONS FOR PIPES. <br />RUBBER GASKET AT JOINTS TYPICAL <br />MANHOLE DESIGN AND SIZE SHALL BE APPROVED AND WARRANTED BY THE MANHOLE <br />SUPPLIER. <br />7. <br />FOR HEIGHTS OVER 25' MANHOLE BASE SLAB SHALL BE DESIGNED BY A STRUCTURAL <br />}� <br />ENGINEER. <br />8. <br />CONCRETE CHANNEL AND SHELF SHALL BE FIELD -FORMED EXCEPT WHERE APPROVED IN <br />ADVANCE BY CITY. <br />48", 54" OR 60" <br />Z_Q <br />00 <br />0o N <br />PRECAST RISER SECTIONS <br />STEPS PER <br />STD 606A <br />NOTE: <br />KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. <br />6" CLR TYPICAL <br />LADDER PER <br />STD 606 <br />X <br />a <br />24:1 FIELD -FORMED CHANNEL AND SHELF <br />MANHOLE DIMENSIONS TABLE <br />DIA <br />ALL THICKNESS <br />THICKNESS ESS <br />MAXIMUM <br />KNOCK OUT <br />SIZE <br />MINIMUM <br />DISTANCE BWT <br />KNOCKOUTS <br />BASE REINFORCING STEEL <br />IN FT IN EACH DIRECTION <br />SEPARATE BASE <br />INTEGRAL BASE <br />48" <br />4" <br />6" <br />36" <br />8" <br />0.23 <br />0.15 <br />541' <br />4.5" <br />811 <br />4211 <br />8'1 <br />0.19 <br />0.19 <br />601' <br />51' <br />811 <br />48" <br />811 <br />0.25 <br />0.25 <br />SLOPE (SEE NOTE 8) <br />MORTAR REINFORCING STEEL TYPICAL <br />FILLET <br />GRAVEL BACKFILL FOR PIPE "O" RING <br />12' ZONE BEDDING. COMPACT 95% WATER STOP <br />OF STD DENSITY. <br />-III 12" GRAVEL <br />611 C P PEKFILL ZONEOR CITY OF EVERETT <br />BEDDING 4PUBLIC WORKS DEPARTMENT <br />SEPARATE BASE N INTEGRAL BASE City Engineer eotlon Manager CAD Menager Drawn By Cu t Rev Dete <br />CAST IN PLACE PRECAST WITH RISER SEPARATE BASE PRECAST RYAN SASS DAVID VOIGT PAUL WILHELM ESH <br />TITLE 03 30 2017 <br />STANDARD DRAWING No. <br />TYPE 1 MANHOLE 605 <br />48", 54 & 60 <br />I <br />SEE SHEET 604 PROPERTY LINE SEE SHEET 604 NOTES <br />R OR RIGHT-OF-WAY R 1. PVC SIDE SEWER CONNECTIONS TO PVC NEW <br />GRADE ELEVATION TYP GRADE ELEVATION MAINS SHALL BE FACTORY TEES. <br />ii =III <br />� 2. TYPE A & B SHALL BE USED ONLY WHEN <br />6" PVC ASTM <br />Z SEWER MAIN DEPTH EXCEEDS 15 FEET OR AS <br />APPROVED D3034, g APPROVED BY THE ENGINEER. TYPE D SHALL <br />INSTALL SDR35 OR Zo APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER IS <br />CAP NOT COUPLING AWWA C900 <br />PLUG SHALLOW (LESS THAN 6' DEPTH AT PROPERTY <br />LINE) <br />2% MIN. SLOPE �N 3. CONNECTIONS TO EXISTING CONCRETE <br />"DEEP SOCKET" FITTINGS EXISTING 2��5°�pE EXISTING SIDE SEWER SEWER MAINS SHALL BE MADE PER <br />AT EACH END OF SIDE SEWER STANDARD DRAWINGS 612 & 613 OR BY <br />VERTICAL PIPE SECTION 6" PVC ASTM D3034. APPROVED MANUFACTURED CONCRETE TEE. <br />"GPK PRODUCTS" OR EQUAL . PVC SEWER MAIN fF, <br />SDR35 OR AWWA C900 u.,.,1��,�' <br />(SEE CONNECTION 4. SEE STANDARD DRAWING 604. WHERE RING <br />NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR <br />35°MIN PAVED AND UNPAVED AREAS, FIELD <br />45°MAX CONDITIONS WILL DICTATE WHICH <br />O PVC SEWER MAIN SANDBAG FILLED WITH 60LBS INSTALLATION IS APPROPRIATE. <br />MINIMUM DRY MIX CONCRETE <br />(SEE CONNECTION 12" X 12" CIP CONCRETE BLOCK. CONCRETE SHALL BE (OR CONCRETE BLOCK, SAME AS 5. CONNECTIONS TO EXISTING HDPE SEWER <br />NOTES 2 & 3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN TYPE "A") MAINS SHALL BE MADE PER STANDARD <br />WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE -WALL FUSION. <br />MIN OF DRYMIX CONCRETE. <br />TYPE "A" TYPE 11 C" <br />SEE SHEET 604 R SEE SHEET 604 FL <br />GRADE ELEVATION GRADE ELEVATION <br />SHALLOW SIDE SEWER <br />INSTALL CAP g EXISTING SIDE SEWER <br />" <br />NOT PLUG to 4OR 6" <br />6 PVC ASTM D3034, <br />APPROVED SDR35 OR AWWA APPROVED COUPLING <br />COUPLING C900 <br />EXISTING - 6"x6" OR 6"X4" SAN <br />PVC SEWER MAIN SIDE SEWER / TEE/WYE <br />(SEE CONNECTION 35°MIN <br />NOTES 2 & 3) R 2% MIN. SLOPE FUTURE DEEPER <br />45°MAX SIDE SEWER <br />6" PVC ASTM D3034, SDR35 x; <br />35°MIN OR AWWA C900 <br />45°MAX CITY OF EVERETT <br />O = SANDBAG FILLED WITH 60LBS MINIMUM <br />DRY MIX CONCRETE OMIL PUBLIC WORKS DEPARTMENT <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") ❑ En on Mana CAD Mana DrawnR Current Rev Date ry gYA ger ger y <br />\� SANDBAG FILLED WITH 60LBS MINIMUM RYAN SASS DAVIDVOIGT PAULwILHELM wRR 12/30/2016 <br />TITLE TYPICAL SIDE SEWER <br />TYPE ��B�� D" DRY MIX CONCRETE TYPE " STANDARD DRAWING N. <br />(OR CONCRETE BLOCK, SAME AS TYPE "A") CONNECTIONS 602 <br />TYPE A, B, C, & D <br />to <br />LIJ <br />PW <br />10 <br />Z <br />LJJ <br />Z <br />N <br />CN <br />�4`,N <br />>QC^ <br />I <br />Q >, Ln <br />O '10 <br />CD <br />0 <br />00 Q <br />00 <br />• <br />1Z 53726 �,z <br />REGISTERED G���`' <br />S 0NALEN <br />05/03/2024 <br />N <br />0 <br />N <br />01 <br />0 ` <br />D <br />t <br />Q <br />o <br />U <br />O <br />N <br />I I I I <br />J w Q <br />Q z > Q > <br />Jo°O � 0o0 <br />,U � Z U CL O C <br />U0 LU Q Q <br />_ CL � w Q V) <br />w U Q V-) w Q <br />i <br />F- <br />07 <br />W <br />L0 <br />0 <br />W <br />0 <br />Z <br />00 Q <br />(� 0 <br />00 <br />o, _ <br />Q O <br />' n-1 Z <br />W } <br />N � <br />I a- <br />w = <br />L.L_i Z <br />n, V Z <br />t/) > O <br />n 1 Q F- <br />VJ -C 00 <br />} T <br />U 00 <br />0, F- <br />W <br />LL <br />O <br />O <br />M <br />O <br />a_ <br />Q <br />V) <br />Q <br />LU <br />0 <br />LU <br />3� <br />LU <br />V) <br />J <br />m <br />I <br />V) <br />Q <br />SHEET <br />C27 of C27 <br />24x36 <br />REV1122-047 <br />P W 2303-015 <br />